Computational & Technology Resources
an online resource for computational,
engineering & technology publications |
|
Civil-Comp Proceedings
ISSN 1759-3433 CCP: 56
ADVANCES IN CIVIL AND STRUCTURAL ENGINEERING COMPUTING FOR PRACTICE Edited by: B.H.V. Topping
Paper IV.2
Analysis of Moment Resisting Steel Connections under Reversed Cyclic Loading C.G. Deng+*, O.S. Bursi+ and R. Zandonini+
+Department of Mechanical and Structural Engineering, University of Trento, Trento, Italy
C.G. Deng, O.S. Bursi, R. Zandonini, "Analysis of Moment Resisting Steel Connections under Reversed Cyclic Loading", in B.H.V. Topping, (Editor), "Advances in Civil and Structural Engineering Computing for Practice", Civil-Comp Press, Edinburgh, UK, pp 75-90, 1998. doi:10.4203/ccp.56.4.2
Abstract
A hysteretic connection element for the simulation of the hysteretic response of connections and joints is formulated and implemented into general purpose nonlinear analysis program
DRAIN-3DX. In the element formulation, both stiffness and
strength degradation together with pinching evolution are
expressed as functions of damage state variables; in the
meanwhile, damage is monitored and failure is detected by a
damage index. In the element implementation, an automatic
event definition algorithm is developed aid an event-to-event
solution scheme is followed. The parameters defining the
element are evaluated through calibrating the experiment
results. The hysteretic responses of unstiffened extended end
plate connections, web panels, joints and frame subassemblies are simulated with this element. The reliability of the element formnulation and implementation is verified by the satisfactory agreement between simulation results and experiment data in terms of moment-rotation response, strength, stiffness, and
energy dissipation.
purchase the full-text of this paper (price £20)
go to the previous paper |
|